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PERMFILE54657
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PERMFILE54657
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Entry Properties
Last modified
8/24/2016 10:57:41 PM
Creation date
11/20/2007 4:15:56 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1992081
IBM Index Class Name
Permit File
Doc Date
6/15/2005
Doc Name
Rail Loop Pond 2 Existing Condition
Section_Exhibit Name
Tab 12 Exhibit 12-4
Media Type
M
Archive
No
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O <br />O <br />w <br />N. -4750 <br />X <br />V <br />N. -5000 <br />X <br />O <br />O <br />LO <br />i <br />w <br />6390 <br />J <br />w <br />O <br />M <br />Q 6385 <br />I- <br />w <br />w <br />w <br />z <br />z 6380 <br />0 <br />Q <br />> <br />w <br />w <br />w <br />c <br />i <br />0 <br />N <br />m <br />1 <br />w <br />COMBINATION SPILLWAY <br />(SEE DETAIL) <br />0 <br />Ln <br />N <br />m <br />w <br />6375 <br />0 25 50 75 100 125 150 175 200 225 <br />HORIZONTAL DISTANCE IN FEET <br />SECTION A - A ' <br />Scale: Vert: 1:5 <br />Horz: 1:20 <br />LJU L / .l <br />6390 J <br />0 <br />w <br />> <br />O <br />M <br />6385 <br />w <br />w <br />w <br />z <br />6380 zo <br />6375 <br />Q <br />w <br />J <br />w <br />1L <br />1 <br />i <br />FLOWLINE <br />ELEV. 6383.56 <br />2.0' <br />0.3' FABRIFORM <br />COMBINATION SPILL WAY DETAIL <br />Scale: 1:4 <br />J1 <br />1 <br />NOTES: <br />1. THIS SURVEY WAS PERFORMED USING THE RTK METHOD OF SURVEYING. <br />A CALIBRATION WAS PERFORMED USING THE EXISTING CONTROL POINTS <br />AS FOLLOWS: <br />CP -1586, CP -1068, CP -1158 AND CP -1587. <br />THE RESIDUALS ARE AS FOLLOWS: <br />CP -1586 0.045' 0.094' <br />CP -1068 0.085' 0.044' <br />CP -1158 0.087' 0.009' <br />CP -1587 0.152' 0.059' <br />2. AS -BUILT SURVEY PROVIDED BY EPP AND ASSOCIATES, INC., JUNE 1998 <br />WITH CONFIRMATION SURVEY PERFORMED ON APRIL 7, 2005. <br />RAIL LOOP POND STORAGE CAPACITY <br />Elevation <br />(feet) <br />Area <br />(acres) <br />Storage Capacity <br />(acre -feet) <br />Description <br />6378.69 <br />0.003 <br />0.0 _ <br />BOTTOM OF POND <br />6379.56 <br />0.276 <br />0.025 <br />- <br />6379.69 <br />0.316 <br />1.2 <br />� <br />6380.44 <br />POND <br />ELEV. <br />BOTTOM <br />378.69 <br />- <br />0.431 <br />0.436 <br />6381.31 <br />0.468 <br />0.659 <br />ELEV. 63- <br />- <br />6381.69 <br />0.491 <br />0.897 <br />6382.18 <br />0.518 <br />1.145 <br />6382.69 <br />0.545 <br />1.416 <br />6383.06 <br />6383.56 <br />0.555 <br />0.595 <br />1.619 <br />1.692 <br />INVERT OF COMBINATION SPILLWAY <br />6383.69 <br />0.602 <br />1.985 <br />- <br />6383.93 <br />�7F� <br />3� <br />6375 <br />0 25 50 75 100 125 150 175 200 225 <br />HORIZONTAL DISTANCE IN FEET <br />SECTION A - A ' <br />Scale: Vert: 1:5 <br />Horz: 1:20 <br />LJU L / .l <br />6390 J <br />0 <br />w <br />> <br />O <br />M <br />6385 <br />w <br />w <br />w <br />z <br />6380 zo <br />6375 <br />Q <br />w <br />J <br />w <br />1L <br />1 <br />i <br />FLOWLINE <br />ELEV. 6383.56 <br />2.0' <br />0.3' FABRIFORM <br />COMBINATION SPILL WAY DETAIL <br />Scale: 1:4 <br />J1 <br />1 <br />NOTES: <br />1. THIS SURVEY WAS PERFORMED USING THE RTK METHOD OF SURVEYING. <br />A CALIBRATION WAS PERFORMED USING THE EXISTING CONTROL POINTS <br />AS FOLLOWS: <br />CP -1586, CP -1068, CP -1158 AND CP -1587. <br />THE RESIDUALS ARE AS FOLLOWS: <br />CP -1586 0.045' 0.094' <br />CP -1068 0.085' 0.044' <br />CP -1158 0.087' 0.009' <br />CP -1587 0.152' 0.059' <br />2. AS -BUILT SURVEY PROVIDED BY EPP AND ASSOCIATES, INC., JUNE 1998 <br />WITH CONFIRMATION SURVEY PERFORMED ON APRIL 7, 2005. <br />RAIL LOOP POND STORAGE CAPACITY <br />Elevation <br />(feet) <br />Area <br />(acres) <br />Storage Capacity <br />(acre -feet) <br />Description <br />6378.69 <br />0.003 <br />0.0 _ <br />BOTTOM OF POND <br />6379.56 <br />0.276 <br />0.025 <br />- <br />6379.69 <br />0.316 <br />0.063 <br />6380.44 <br />0.402 <br />0.332_ <br />6380.69 <br />0.431 <br />0.436 <br />6381.31 <br />0.468 <br />0.659 <br />6381.69 <br />0.491 <br />0.897 <br />6382.18 <br />0.518 <br />1.145 <br />6382.69 <br />0.545 <br />1.416 <br />6383.06 <br />6383.56 <br />0.555 <br />0.595 <br />1.619 <br />1.692 <br />INVERT OF COMBINATION SPILLWAY <br />6383.69 <br />0.602 <br />1.985 <br />- <br />6383.93 <br />0.611 <br />2.13 <br />6384.69 <br />0.638 <br />2.605 <br />6384.8 <br />0.639 <br />2,675 <br />6385.56 <br />0.644 <br />3.163 <br />TOP OF EMBANKMENT <br />MAYO 9 -~ <br />I, Brian D. Len, state that the changes inDirj@6 «enlsa,„ Geology <br />TR -06 (dated 4/05) were prepared under my <br />supervision and all information presented hereon is <br />true and correct to the best of my knowledge and <br />information provided. w CC is not responsible for <br />the accuracy o ,,. gR pTmation provided by others. <br />Date 157 �= CO P.E. # <br />
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